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Journal ArticleDOI

Decay of strength of vortex down stream of submerged vane

U. P. Gupta Mish, +2 more
- 01 Jan 2006 - 
- Vol. 12, Iss: 2, pp 37-48
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TLDR
In this paper, a series of experiments were performed with rectangular submerged vanes with and without a collar at Froude numbers 0.13 and 0.25, and the decay of vane strength does not follow a similar trend and appears sensitive to the location of center of vortex, Fournet number, etc.
Abstract
For spacing of vane arrays, the information about strength of vortex downstream of a submerged vane is needed. A series of experiments were performed with rectangular submerged vane with and without a collar at Froude numbers 0.13 and 0.25. To define the strength of vortex, a new set of dimensionless parameters using moment of momentum are involved. The present study provides certain information on the decay of strength of vortex with downstream of vane. The decay of vane strength does not follow similar trend and appears sensitive to the location of center of vortex, Froude number, etc. The streamwise spacing of submerged vanes may be taken at least 40H at optimal angle of attack. Centre of vortex is also observed to change with the downstream of submerged vane.

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Citations
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Journal ArticleDOI

Turbulence characteristics of flow past submerged vanes

TL;DR: In this paper, the effect of the introduction of vanes in form of rows on parameters like turbulence intensities, Reynolds stresses, turbulent kinetic energy, anisotropy index, and the velocity profile of the flow was studied.
Journal ArticleDOI

Design of submerged vane matrices to accompany a river intake in Australia

TL;DR: In this article, the design of river-based submerged vane matrices in a regional Australian context is studied, where the specific study site is proximal to intake screens within the riverbed that experiences
Journal ArticleDOI

A review of sediment deflection in rivers using submerged vanes

TL;DR: Submerged vanes have been used extensively for sediment deflection in river training tasks as discussed by the authors , such as river bends protection, sediment exclusion at water intakes, improving safety at bridges on waterways, and improving inland navigation.
References
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Journal ArticleDOI

Sediment Management with Submerged Vanes. I: Theory

TL;DR: Submerged vanes as mentioned in this paper are small flow-training structures (foils), designed to modify the near-bed flow pattern and redistribute flow and sediment transport within the channel cross section.
Journal ArticleDOI

River‐Bend Bank Protection by Submerged Vanes

TL;DR: In this article, it was shown that short, vertical, submerged vanes installed at incidence to the channel axis in the outer half of a river-bend channel significantly reduce the secondary currents and the attendant undermining and high-velocity attack of the outer bank.
Journal ArticleDOI

Streambank Protection by Submerged Vanes

TL;DR: In this paper, the authors describe the design, installation and performance of a system of submerged vanes for erosion protection in a bend of the East Nishnabotna River, Iowa.
Journal ArticleDOI

Use of Vanes for Control of Scour at Vertical Wall Abutments

TL;DR: In this paper, the effectiveness of vanes for preventing scour at single-span bridges with vertical wall abutments was evaluated based on laboratory experiments and the results showed that the vanes were highly effective in moving the scour away from the abutment into the center of the channel under all flow conditions tested.
Journal ArticleDOI

Sediment management with submerged vanes. II: Applications

TL;DR: The theory of submerged vanes described in the companion paper is tested with laboratory and field data as mentioned in this paper, and they suggest that the vane technique is a viable alternative to traditional techniques.
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